Shock and Vibration

Research Article

Pile-Raft Settlements Prediction under Coupled Static-Dynamic Loads Using Four Heuristic Regression Approaches

Table 3

Basis functions and corresponding equations of MARS model for settlement.
BFEquationBFEquation
BF1BF8
BF2BF9
BF3BF10
BF4BF11
BF5BF12
BF6BF13
BF7BF14